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Variable
<br />2'- 0"
<br />FOR ADDITIONAL
<br />TAILS S
<br />lr wrrt,orj NonW Trrr.,a
<br />VIEW A -A 4 See Nota &I
<br />with 45 _..
<br />bevel with -t'T'1l'1. r •: _..,;::.. ;,
<br />I VIEW B -B
<br />Scoring Line
<br />Broom Finish I Apps 3' or
<br />�4 R "
<br />I— •,:. : .•.; • •.: • ee ..•.'
<br />6" room
<br />• '.e.yyy 4BR FrI0 nh Level �I!L1inn
<br />1i•r 5Expansion Joint Typical 4
<br />3' �MIN
<br />:
<br />1 i . ••O 5y,nee1lvagE yjyr, �',:O�
<br />, T
<br />GROOVING DETAIL
<br />5'- 0" 6" L12 3° �� 0 Grooved In a herri tgborhs •_«
<br />" pattern with 1• groove approx. ^
<br />Dowels 5ardia.x24" j groans should be
<br />spaced 12 O. C., graced and � ' �� '!� aligned parallel to uosshrolk
<br />wrapped one side through \ stripes, ,-
<br />every expansion joint.
<br />4" Grooves opprox-i"OC
<br />1 v 4b vv R/W
<br />or
<br />MONOLITHIC CURB, GUTTER, 12'
<br />a SIDEWALK to' ,y4o{ dr Stoy Sign 6R/J
<br />Uert/�o/ Type
<br />Expansion Joint Typical
<br />NOTES:�/
<br />I. Construct expansion joints W200' maximum and at returns, around light poles, Fare of Curb
<br />hydrants
<br />ver and other Axed objects m sidewalk.
<br />.
<br />2. Transverse weakened plate jobb that be spaced dD 12' maximum intervals. 1
<br />- .Sfop pjdr L6C�T/pl/
<br />Crosswalk
<br />NOTES: I I
<br />/2�rvm
<br />�9r Snly�E' �ili)r`
<br />I. 6' Rang 1a 41' rturb height and 2% sidewalk Nope. For 6' curb height either use Of ramp or tronsifion
<br />Curb hoot to 41from expansion PIM N beginning of romp.
<br />2. Catch begins old other obstruct*" are not N be lacretsd within the wheelchair Path arra.
<br />3 ave6« Skagard B-1B-5,er 9-6 for Curb,600*r S St UM% Details; and Stats Standard f4ort NB -S lar
<br />r details.
<br />HANDICAP RAMP
<br />NOTE All rade • 3" unless W- Water line
<br />4
<br />otherwise noted N S - Sonifory Sewer line
<br />G - Gas line
<br />Depressed Wte, "W", 'S': rn
<br />Curb to ids"ity service locof m --
<br />3'-0`
<br />1'-O' 2'-0'
<br />- Vortical Curb a Returns
<br />IDi•R Grow Finish 1'
<br />Level Lim
<br />0 , y •
<br />'a«0
<br />�._ •. r -
<br />Dowels *5 a pro x 24"spaced 12"o c.
<br />greased and wrapped one side "Waugh
<br />every "Pension joint. 6'
<br />MONOLITHIC BEVEL TYPE
<br />CURB a GUTTER
<br />•rc
<br />Broom F 2'-0"- Broom Finish
<br />inNh t�wsw 1«
<br />I l /r - At Returns
<br />_ j ' r Level Line
<br />fork
<br />o_
<br />12
<br />Dowels S or dlo. ■ 24' spored
<br />12 - a c , greased and wrapped
<br />one side through every
<br />expansion joint ,
<br />MONOLITHIC BEVEL TYPE
<br />CURB, GUTTER B SIDEWALK
<br />NOTES.
<br />I. Conetruct oxponew joints Q 200' masimam and N #Mans. road lightDohs,
<br />AyMe*tN and oiler Nato ayub at adswglL
<br />2 Lohavrw "$aimed slam Moo shaft w oomswasUd A a' maainam wtethraN.
<br />CURB GUTTER Et SIDEWALK
<br />1
<br />PLAN
<br />Exportlew Joint (Typ. 1
<br />NOTES:
<br />1) Frame 9 Greg NMN conform
<br />A b Improvement Stowderd No. C -6
<br />21 Two feet wonwamo below finoshed grode
<br />M NOW development. In existing streeN,
<br />may be Nos !bars 2' wth the
<br />eoprovol of the Engneer
<br />l N 24" Pipe barrel ad M CNu Q R C.P
<br />/
<br />or Close = A C.P.
<br />\- From B Grote
<br />24" pope Mortar—,
<br />YO Bal
<br />� Class "8" Concrete
<br />SECTION A -A SECTION 6-8
<br />SUBDIVISION STREETS STANDARD STORM DRAIN INLET
<br />NO DATE REVISIONS BY
<br />DESIGN DRAWN BY
<br />i SUBMITTED BY
<br />RCE DATE
<br />S(4 me z 4 2 00
<br />SPECIFICATIONS
<br />I- 22
<br />r.xslrr. ave.
<br />EXIST.
<br />PAVEMENT
<br />NATIVE
<br />MATERIAL
<br />S" MINUS
<br />4ATN
<br />IIAATELL
<br />5/4" MINUS
<br />tom-'--- 2e 1 -
<br />SECTION A -A
<br />TES I ItM type grate may be
<br />uss as tltnrnate.
<br />2. Grote atoll be fastened to frome
<br />with IB"g1" hsot-tirested chain
<br />r ,
<br />r ,
<br />SECTION 8-8
<br />FRAME __& GRATE
<br />(STANDARD STORM DRAIN INLET)
<br />Z- Cat Iron From* and Cover
<br />Rover o Improvement Standard
<br />No. 0-4
<br />Existing lemme-
<br />Or Ground -
<br />6" or B" I. D pipe
<br />JA,
<br />Pared - In -
<br />Ploy Concrete
<br />A • A Blocks (CNN
<br />"so ConcreteT Bottom Of Toenail#
<br />TYPICAL LAMPHOLE INSTALLATION
<br />TYPICAL SANITARY SEWER DETAILS
<br />BAUMBACH & PIAZZA
<br />CIVIL ENGINEERS — SURVEYORS
<br />323 W ELM ST, LODI, CALIF. 95240 PH. 209-366-60 B
<br />STRUCTURAL SEC7110tkJ
<br />E)ACKFI L L ,
<br />30" COVER (TYP) j (T"p)
<br />12"
<br />INITIAL 6ACKPILL
<br />90.4 COMftCTION
<br />6EDOING
<br />i
<br />NO SCQIC
<br />TRENCH, BACKFILL ....DE -TAI L
<br />1_N OR WITHIN 2, FEE! OF
<br />PAVED TRAVELWAY
<br />L OC,1? f l -c/ comm. SBr1iiCB5 Disf Ufi%i Pies
<br />THRUST 9LOCK DETAILS
<br />45• Max.
<br />P
<br />J_
<br />f vg!/�If I Min. -I
<br />lr/ T�A��TKN�1 THRU
<br />TEE OUTLET DEAD E THRUST BLOCK
<br />WTES, I Ali thrust block$ shell be poured
<br />against rnAistwbed sod and shop
<br />be CIO$$ "B" Concrete
<br />2 T4nrf block dimensions were
<br />colCUloled to allow a sod
<br />bearing voles of 1.000 pounds
<br />per square foot
<br />e S Robot ee top and bottom
<br />fil—1
<br />df it
<br />. T
<br />PERMANENT GLOW -OFF
<br />THRUST BLOCK DETAILS
<br />DETAIL SHEET
<br />Bockfill with moteriols equol to or
<br />THItugOWNSIONS
<br />better than the existing pavement
<br />in quality and thickness.
<br />FITTINGS
<br />I A
<br />I or
<br />FITTINGS
<br />we
<br />B
<br />6" LOW and 4"On-site
<br />LINE
<br />W LO
<br />shoulders, and 90%
<br />221/2*
<br />1' - 6"
<br />-
<br />Lt •3'
<br />- O`
<br />2' - 0"
<br />— to a minimum
<br />relative compoction O
<br />of 96 %. O
<br />900
<br />3-
<br />-9
<br />ro"
<br />5'-6
<br />4-0
<br />TEE OUTLET
<br />9- O
<br />2 - O
<br />E LET
<br />4 - 0"
<br />4' - 0`
<br />DEAD END-
<br />-
<br />BEAD
<br />8 LIK
<br />12 LINE
<br />n 1/2.
<br />:e -O'
<br />2'-O"
<br />221/20
<br />3'-O"
<br />430
<br />Ne -3'-0`
<br />43•
<br />4'-6
<br />4-0"
<br />_
<br />_
<br />TEE OUTLET
<br />3'-6
<br />3-
<br />!EE OUTLET
<br />S-60
<br />4'-O•
<br />DEAD END
<br />3 -6
<br />3- O
<br />DEAD EMD
<br />5- 6
<br />4- 0
<br />WTES, I Ali thrust block$ shell be poured
<br />against rnAistwbed sod and shop
<br />be CIO$$ "B" Concrete
<br />2 T4nrf block dimensions were
<br />colCUloled to allow a sod
<br />bearing voles of 1.000 pounds
<br />per square foot
<br />e S Robot ee top and bottom
<br />fil—1
<br />df it
<br />. T
<br />PERMANENT GLOW -OFF
<br />THRUST BLOCK DETAILS
<br />DETAIL SHEET
<br />Bockfill with moteriols equol to or
<br />better than the existing pavement
<br />in quality and thickness.
<br />Existing Pavement
<br />61- Compact In 12"max. layMs
<br />to o min. relative convection
<br />of SS%under pavement mrd
<br />shoulders, and 90%
<br />_ outside shoulders. —
<br />— —
<br />�Canpoct N t4"moa. beer.
<br />— to a minimum
<br />relative compoction O
<br />of 96 %. O
<br />Compact n 6" layers
<br />_
<br />L10" 0 0. 10" to o minimum ro" 0. D.
<br />ro"
<br />IIm Min relative compaction
<br />Min
<br />Of 90 %.
<br />0 D.* 20" Mm 0. D.� 20`
<br />Mn
<br />RIGID CONDUIT FLEXIBLE
<br />CONDUIT
<br />NOTES
<br />I. Relative cornpoction of materials shall be tested by the State of California,
<br />Dept. of Transportation Testing Manual, test method No California 216 or 231.
<br />2 All existing pavement shall be neatly cut to line prior to trench excavation.
<br />3 Jetting or ponarhg will be permitted within the street Right of Way with 3 year bond.
<br />4. " When shown by soil composition and compoctibility, ninety percent (90%)
<br />compaction moy be used, when approved by the Director of Public Works.
<br />TYPICAL TRENCH DETAIL
<br />II
<br />II
<br />u
<br />TYPICAL TRAFFIC SIGN
<br />R.1— STOP SIGN DETAIL
<br />-24"30 a, 36'- r tin
<br />3
<br />-MAIN 100E M=i=
<br />p•R(hD� -f-
<br />TYPICAL STREET SIGN
<br />NOTES
<br />1 One street sign is regosed
<br />at each rnlersoction.
<br />2 bock rkrMers are to be acquired
<br />from the Sen Joaquin Confy Deport-
<br />ment of Planning and Boiling Inspection.
<br />3 See improvement plan for location
<br />ST of STOP eogns, when r6"red.
<br />MAIN 100 E 4 The length of the *#rest sign wNs
<br />-J- due to the Is of the street
<br />mina
<br />Edge of Pavement,
<br />Bock of Sidi Olk
<br />0
<br />1 or Bock of Cur
<br />N
<br />r Street
<br />Sign Location
<br />t _1
<br />2" ID pipe
<br />N STREET SIGN POST
<br />�
<br />LOCATION DETAIL
<br />.I
<br />E See �/ond/coo Qomo /7efoil
<br />c) 1?
<br />TYPICAL STREET SIGN
<br />INSTALLATION
<br />STANDARD STREET SIGN DETAILS
<br />TESSIE ESTATES SHEET 10 OF „
<br />JOB NO. 9094
<br />SUBDIVISION IMPROVEMENTS FILE G_ 9 13
<br />N0.
<br />
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